Published: 2017-12-23

EFFECTIVENESS OF TUNED MASS DAMPERS IN SEISMIC RESPONSE CONTROL OF ISOLATED BRIDGES INCLUDING SOIL-STRUCTURE INTERACTION
SAID ELIAS, VASANT MATSAGAR

2324-2341

DUCTILITY ANALYSIS OF RC BEAMS CONSIDERING THE CONCRETE CONFINEMENT EFFECT PRODUCED BY THE SHEAR REINFORCEMENT: A NUMERICAL APPROACH
CAIO GORLA NOGUEIRA, ISABELA DURCI RODRIGUES

2342-2372

RECENT DEVELOPMENTS IN DAMAGE IDENTIFICATION OF STRUCTURES USING DATA MINING
MEISAM GORDAN, HASHIM ABDUL RAZAK, ZUBAIDAH ISMAIL, KHALED GHAEDI

2373-2401

AN ENHANCED RANDOM VIBRATION AND FATIGUE MODEL FOR PRINTED CIRCUIT BOARDS
BRUNO DE CASTRO BRAZ, FLÁVIO LUIZ DE SILVA BUSSAMRA

2402-2422

ASSESSING THE NOTCH SENSITIVITY OF HIGH STRENGTH WIRES
CARLOS FILIPE CARDOSO BANDEIRA, PAULO PEDRO KENEDI, LUIS FELIPE GUIMARÃES DE SOUZA

2423-2438

A SIMPLE FEM FORMULATION APPLIED TO NONLINEAR PROBLEMS OF IMPACT WITH THERMOMECHANICAL COUPLING
DANIEL NELSON MACIEL, JOÃO PAULO DE BARROS CAVALCANTE, MARCELO GRECO, JOSÉ NERES DA SILVA FILHO

2439-2462

VISCOELASTIC SUBSTRATES EFFECTS ON THE ELIMINATION OR REDUCTION OF THE SANDWICH STRUCTURES OSCILLATIONS BASED ON THE KELVIN-VOIGT MODEL
MOHAMMAD MOLLA-ALIPUR (M.M.ALIPOUR), IRAJ RAJABI

2463-2496

EXPERIMENT AND CALCULATION METHOD OF THE DYNAMIC RESPONSE OF DEEP WATER BRIDGE IN EARTHQUAKE
YUE LI, QI QI WU

2518-2533

DYNAMIC ANALYSIS OF IMPERFECT FGM CIRCULAR CYLINDRICAL SHELLS REINFORCED BY FGM STIFFENER SYSTEM USING THIRD ORDER SHEAR DEFORMATION THEORY IN TERM OF DISPLACEMENT COMPONENTS
DAO VAN DUNG, NGUYEN DINH DUC, HOANG THI THIEM

2534-2570

STATIC LIMIT ANALYSIS OF REINFORCED SOIL STRUCTURES BY A SIMPLE FINITE ELEMENT AND SECOND-ORDER CONE PROGRAMMING
ERIC LUIS BARROSO CAVALCANTE, ELISEU LUCENA NETO, DENILSON JOSÉ RIBEIRO SODRÉ

2497-2517